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dc.contributor.authorYuan Ma
dc.contributor.authorYang Zhang
dc.contributor.authorWei Zhao
dc.contributor.authorXimao Ding
dc.contributor.authorZhiwen Wang
dc.contributor.authorTao Ma
dc.date.accessioned2022-05-07T20:43:16Z
dc.date.available2022-05-07T20:43:16Z
dc.date.issued2022-03-21
dc.identifier.otherJPEODX.0000368.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282803
dc.description.abstractCompaction Measurement Value (CMV) is the most widely used quality evaluation index for intelligent compaction. However, with the growth of compaction degree, CMV becomes less accurate due to increased reaction force from densified geomaterials. To solve this problem, this paper proposes a more accurate intelligent compaction quality evaluation index, acceleration intelligent compaction value (AICV). Based on field measurement data analysis, AICV turned out to be effective to elevate quality evaluation accuracy. Additionally, the singularities were detected by 3σ normal distribution in order to assess the uniformity of subgrade compaction quality. Based on the semivariogram analysis method of spatial statistics, CMV and AICV were analyzed for spatial correlation, and the influence range of intelligent compaction technology employed for subgrade was evaluated. The results from this study provide a basis for further research on precision control and uniformity analysis of intelligent compaction technology.
dc.publisherASCE
dc.titleAssessment of Intelligent Compaction Quality Evaluation Index and Uniformity
dc.typeJournal Paper
dc.journal.volume148
dc.journal.issue2
dc.journal.titleJournal of Transportation Engineering, Part B: Pavements
dc.identifier.doi10.1061/JPEODX.0000368
dc.journal.fristpage04022024
dc.journal.lastpage04022024-10
dc.page10
dc.treeJournal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 002
dc.contenttypeFulltext


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